$ File D:\KIEN - PC\Google Drive Streaming\My Drive\My Drive\CTV\TŮNG BÁCH\TINH TOAN\ETABS\NHA TUNG BACH.$et saved 1/30/2024 8:39:35 PM $ PROGRAM INFORMATION PROGRAM "ETABS" VERSION "19.1.0" $ CONTROLS UNITS "KN" "M" "C" TITLE1 "KCS" TITLE2 "NHA TUNG BACH" PREFERENCE MERGETOL 0.001 RLLF METHOD "UBC97" USEDEFAULTMIN "YES" $ STORIES - IN SEQUENCE FROM TOP STORY "T3" HEIGHT 3.3 STORY "T2" HEIGHT 3.3 STORY "T1" HEIGHT 3.6 STORY "BASE" ELEV 0 $ GRIDS GRIDSYSTEM "G1" TYPE "CARTESIAN" BUBBLESIZE 1.25 GRID "G1" LABEL "4" DIR "X" COORD 0 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "3" DIR "X" COORD 3 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "2" DIR "X" COORD 8.34 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "2*" DIR "X" COORD 12.56 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "1" DIR "X" COORD 14.78 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "B" DIR "Y" COORD 0 VISIBLE "Yes" BUBBLELOC "End" GRID "G1" LABEL "A" DIR "Y" COORD 5.78 VISIBLE "Yes" BUBBLELOC "End" $ DIAPHRAGM NAMES DIAPHRAGM "D1" TYPE SEMIRIGID $ MATERIAL PROPERTIES MATERIAL "B20" TYPE "Concrete" WEIGHTPERVOLUME 25 MATERIAL "B20" SYMTYPE "Isotropic" E 2.75E+07 U 0.2 A 9.89999989542412E-06 MATERIAL "B20" FC 365000 MATERIAL "B20" TIMEDEPCONCCODE "CEBFIP90" MATERIAL "B20" HYSTYPE "Concrete" ENERGYDEGFACT 0 SSTYPE "Simple" STRAINATFC 0.00221914 STRAINATULTIMATE 0.005 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.003 LSCOMPRESSION 0.006 CPCOMPRESSION 0.015 MATERIAL "A615Gr60" TYPE "Rebar" GRADE "Grade 60" WEIGHTPERVOLUME 76.97286 MATERIAL "A615Gr60" SYMTYPE "Uniaxial" E 1.99948E+08 A 1.16999999590917E-05 MATERIAL "A615Gr60" FY 413685.5 FU 620528.2 FYE 455054 FUE 682581 MATERIAL "A615Gr60" HYSTYPE "Kinematic" SSTYPE "Simple" STRAINATHARDENING 0.01 STRAINATULTIMATE 0.09 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 MATERIAL "A992Fy50" TYPE "Steel" GRADE "Grade 50" WEIGHTPERVOLUME 76.97286 MATERIAL "A992Fy50" SYMTYPE "Isotropic" E 1.99948E+08 U 0.3 A 1.16999999590917E-05 MATERIAL "A992Fy50" FY 344737.9 FU 448159.3 FYE 379211.7 FUE 492975.2 MATERIAL "A992Fy50" HYSTYPE "Kinematic" SSTYPE "Simple" STRAINATHARDENING 0.015 STRAINATMAXSTRESS 0.11 STRAINATRUPTURE 0.17 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 MATERIAL "RMAT" TYPE "Rebar" GRADE "Grade 60" WEIGHTPERVOLUME 76.97286 MATERIAL "RMAT" SYMTYPE "Uniaxial" E 1.99948E+08 A 1.16999999590917E-05 MATERIAL "RMAT" FY 365000 FU 547500 FYE 401500 FUE 602250 MATERIAL "RMAT" HYSTYPE "Kinematic" SSTYPE "Simple" STRAINATHARDENING 0.01 STRAINATULTIMATE 0.09 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 $ REBAR DEFINITIONS REBARDEFINITION "#2" AREA 0.0003 DIA 0.00635 REBARDEFINITION "#3" AREA 0.0007 DIA 0.009525 REBARDEFINITION "#4" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "#5" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "#6" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "#7" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "#8" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "#9" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "#10" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "#11" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "#14" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "#18" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "10M" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "15M" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "20M" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "25M" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "30M" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "35M" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "45M" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "55M" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "10d" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "12d" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "14d" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "16d" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "20d" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "25d" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "26d" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "28d" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "N12" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "N16" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "N20" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "N24" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "N28" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "N32" AREA 7.09676E-05 DIA 0.009525 REBARDEFINITION "N36" AREA 7.09676E-05 DIA 0.009525 $ FRAME SECTIONS FRAMESECTION "D22x45" MATERIAL "B20" SHAPE "Concrete Rectangular" D 0.45 B 0.22 FRAMESECTION "C30x22" MATERIAL "B20" SHAPE "Concrete Rectangular" D 0.3 B 0.22 $ CONCRETE SECTIONS CONCRETESECTION "D22x45" LONGBARMATERIAL "RMAT" CONFINEBARMATERIAL "RMAT" TYPE "Beam" COVERTOP 0.05 COVERBOTTOM 0.05 ATI 0 ABI 0 ATJ 0 ABJ 0 CONCRETESECTION "C30x22" LONGBARMATERIAL "RMAT" CONFINEBARMATERIAL "RMAT" TYPE "Column" PATTERN "R-3-3" TRANSREINF "TIES" DESIGNCHECK "DESIGN" COVER 0.02570304 LONGBARAREA 7.09676E-05 CONFINEBARAREA 0.0003 CONFINEBARSPACING 0.15 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 $ SLAB PROPERTIES SHELLPROP "CAUTHANGS12" PROPTYPE "Slab" MATERIAL "B20" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 0.12 SHELLPROP "MAIBANGS12" PROPTYPE "Slab" MATERIAL "B20" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 0.12 SHELLPROP "BANCONGS12" PROPTYPE "Slab" MATERIAL "B20" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 0.12 SHELLPROP "PHONGNGUS12" PROPTYPE "Slab" MATERIAL "B20" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 0.12 SHELLPROP "PHONGTHOS12" PROPTYPE "Slab" MATERIAL "B20" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 0.12 SHELLPROP "WCS12" PROPTYPE "Slab" MATERIAL "B20" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 0.12 SHELLPROP "HANHLANGS12" PROPTYPE "Slab" MATERIAL "B20" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 0.12 SHELLPROP "PHOIS12" PROPTYPE "Slab" MATERIAL "B20" MODELINGTYPE "ShellThin" SLABTYPE "Slab" SLABTHICKNESS 0.12 $ DECK PROPERTIES $ WALL PROPERTIES $ PIER/SPANDREL NAMES PIERNAME "P1" SPANDRELNAME "S1" $ POINT COORDINATES POINT "1" 11.26 1.82 POINT "2" 11.26 0 POINT "3" 11.26 5.78 POINT "4" 8.34 1.82 POINT "5" 8.34 0 POINT "6" 8.34 5.78 POINT "7" 0 1.82 POINT "8" 0 0 POINT "9" 0 5.78 POINT "10" 3 1.82 POINT "11" 3 0 POINT "12" 3 2.94 POINT "13" 3 5.78 POINT "14" 12.56 0 POINT "15" 14.78 0 POINT "16" 15.39 0 POINT "17" 14.78 5.78 POINT "18" 15.88 5.78 POINT "19" 12.56 5.78 POINT "20" 15.29 2.32 POINT "21" 15.29 0 POINT "22" 3 1.74 POINT "23" 8.34 1.74 POINT "24" 8.34 2.94 POINT "25" 14.78 2.32 POINT "26" 15.88 2.32 POINT "27" 8.94 0 POINT "28" 2.4 0 POINT "29" 8.94 5.78 POINT "30" 2.4 5.78 POINT "31" 3 1.22 POINT "32" 8.34 1.22 $ LINE CONNECTIVITIES LINE "C51" COLUMN "15" "15" 1 LINE "C52" COLUMN "14" "14" 1 LINE "C53" COLUMN "5" "5" 1 LINE "C54" COLUMN "11" "11" 1 LINE "C55" COLUMN "8" "8" 1 LINE "C56" COLUMN "17" "17" 1 LINE "C57" COLUMN "19" "19" 1 LINE "C58" COLUMN "6" "6" 1 LINE "C59" COLUMN "13" "13" 1 LINE "C60" COLUMN "9" "9" 1 LINE "C61" COLUMN "15" "15" 1 LINE "C62" COLUMN "14" "14" 1 LINE "C63" COLUMN "5" "5" 1 LINE "C64" COLUMN "11" "11" 1 LINE "C65" COLUMN "8" "8" 1 LINE "C66" COLUMN "17" "17" 1 LINE "C67" COLUMN "19" "19" 1 LINE "C68" COLUMN "6" "6" 1 LINE "C69" COLUMN "13" "13" 1 LINE "C70" COLUMN "9" "9" 1 LINE "C71" COLUMN "5" "5" 1 LINE "C72" COLUMN "11" "11" 1 LINE "C73" COLUMN "6" "6" 1 LINE "C74" COLUMN "13" "13" 1 LINE "B133" BEAM "1" "2" 0 LINE "B134" BEAM "3" "1" 0 LINE "B135" BEAM "4" "5" 0 LINE "B136" BEAM "6" "4" 0 LINE "B137" BEAM "7" "8" 0 LINE "B138" BEAM "9" "7" 0 LINE "B139" BEAM "10" "11" 0 LINE "B140" BEAM "12" "10" 0 LINE "B141" BEAM "13" "12" 0 LINE "B142" BEAM "11" "5" 0 LINE "B143" BEAM "8" "11" 0 LINE "B144" BEAM "5" "14" 0 LINE "B145" BEAM "14" "15" 0 LINE "B146" BEAM "15" "16" 0 LINE "B147" BEAM "17" "18" 0 LINE "B148" BEAM "19" "17" 0 LINE "B149" BEAM "6" "19" 0 LINE "B150" BEAM "13" "6" 0 LINE "B151" BEAM "9" "13" 0 LINE "B153" BEAM "7" "10" 0 LINE "B154" BEAM "22" "23" 0 LINE "B155" BEAM "12" "24" 0 LINE "B156" BEAM "4" "1" 0 LINE "B157" BEAM "25" "26" 0 LINE "B158" BEAM "18" "26" 0 LINE "B159" BEAM "17" "15" 0 LINE "B160" BEAM "19" "14" 0 LINE "B161" BEAM "25" "15" 0 LINE "B162" BEAM "17" "25" 0 LINE "B178" BEAM "6" "5" 0 LINE "B179" BEAM "13" "11" 0 LINE "B180" BEAM "9" "8" 0 LINE "B181" BEAM "5" "27" 0 LINE "B183" BEAM "28" "11" 0 LINE "B184" BEAM "6" "29" 0 LINE "B186" BEAM "30" "13" 0 LINE "B187" BEAM "29" "27" 0 LINE "B188" BEAM "30" "28" 0 LINE "B189" BEAM "31" "32" 0 LINE "L152" LINE "20" "21" 0 $ AREA CONNECTIVITIES AREA "F1" FLOOR 4 "17" "18" "26" "25" 0 0 0 0 AREA "F2" FLOOR 4 "15" "21" "20" "25" 0 0 0 0 AREA "F3" FLOOR 4 "24" "6" "13" "12" 0 0 0 0 AREA "F4" FLOOR 4 "14" "15" "17" "19" 0 0 0 0 AREA "F5" FLOOR 4 "2" "3" "19" "14" 0 0 0 0 AREA "F6" FLOOR 4 "1" "3" "6" "4" 0 0 0 0 AREA "F7" FLOOR 4 "2" "1" "4" "5" 0 0 0 0 AREA "F8" FLOOR 4 "8" "7" "10" "11" 0 0 0 0 AREA "F9" FLOOR 4 "7" "9" "13" "10" 0 0 0 0 AREA "F10" FLOOR 4 "23" "24" "12" "22" 0 0 0 0 AREA "F11" FLOOR 4 "5" "23" "22" "11" 0 0 0 0 AREA "F12" FLOOR 4 "13" "6" "24" "12" 0 0 0 0 AREA "F13" FLOOR 4 "11" "5" "23" "22" 0 0 0 0 AREA "F14" FLOOR 4 "8" "11" "13" "9" 0 0 0 0 AREA "F15" FLOOR 4 "5" "14" "19" "6" 0 0 0 0 AREA "F16" FLOOR 4 "15" "17" "19" "14" 0 0 0 0 AREA "F17" FLOOR 4 "25" "17" "18" "26" 0 0 0 0 AREA "F18" FLOOR 4 "22" "23" "24" "12" 0 0 0 0 AREA "F19" FLOOR 4 "13" "6" "32" "31" 0 0 0 0 AREA "F20" FLOOR 4 "5" "27" "29" "6" 0 0 0 0 AREA "F21" FLOOR 4 "11" "5" "32" "31" 0 0 0 0 AREA "F22" FLOOR 4 "28" "11" "13" "30" 0 0 0 0 $ GROUPS GROUP "T1_110" GROUP "T1_110" LINE "B133" "T1" GROUP "T1_110" LINE "B135" "T1" GROUP "T1_110" LINE "B139" "T1" GROUP "T1_110" LINE "B141" "T1" GROUP "T1_110" LINE "B147" "T1" GROUP "T1_110" LINE "B157" "T1" GROUP "T1_110-Door" GROUP "T1_110-Door" LINE "B134" "T1" GROUP "T1_110-Door" LINE "B153" "T1" GROUP "T1_110-Door" LINE "B155" "T1" GROUP "T1_110-Door" LINE "B156" "T1" GROUP "T1_220-Door" GROUP "T1_220-Door" LINE "B136" "T1" GROUP "T1_220-Door" LINE "B137" "T1" GROUP "T1_220-Door" LINE "B149" "T1" GROUP "T1_220-Door" LINE "B150" "T1" GROUP "T1_220-Door" LINE "B151" "T1" GROUP "T1_220-Door" LINE "B159" "T1" GROUP "T1_220" GROUP "T1_220" LINE "B138" "T1" GROUP "T1_220" LINE "B142" "T1" GROUP "T1_220" LINE "B143" "T1" GROUP "T1_220" LINE "B144" "T1" GROUP "T1_220" LINE "B145" "T1" GROUP "T1_220" LINE "B146" "T1" GROUP "T1_220" LINE "B148" "T1" GROUP "T1_110h300" GROUP "T1_110h300" LINE "L152" "T1" GROUP "T1_Lan can kinh-Door" GROUP "T1_Lan can kinh-Door" LINE "B158" "T1" GROUP "T2_110h900-Door" GROUP "T2_110h900-Door" LINE "B161" "T2" GROUP "T2_110h900-Door" LINE "B162" "T2" GROUP "T2_110h900-Door" LINE "B146" "T2" GROUP "T2_110h900-Door" LINE "B145" "T2" GROUP "T2_110h900-Door" LINE "B144" "T2" GROUP "T2_110h900-Door" LINE "B142" "T2" GROUP "T2_110h900-Door" LINE "B143" "T2" GROUP "T2_110h900-Door" LINE "B147" "T2" GROUP "T2_110h900-Door" LINE "B148" "T2" GROUP "T2_110h900-Door" LINE "B149" "T2" GROUP "T2_110h900-Door" LINE "B150" "T2" GROUP "T2_110h900-Door" LINE "B151" "T2" GROUP "T2_110h900-Door" LINE "B154" "T2" GROUP "T2_110h900-Door" LINE "B155" "T2" GROUP "T2_110h900-Door" LINE "B157" "T2" GROUP "T2_110h900-Door" LINE "B158" "T2" GROUP "T2_110h900-Door" LINE "B160" "T2" GROUP "T2_110h900-Door" LINE "B178" "T2" GROUP "T2_110h900-Door" LINE "B179" "T2" GROUP "T2_110h900-Door" LINE "B180" "T2" GROUP "T3_110h300" GROUP "T3_110h300" LINE "B181" "T3" GROUP "T3_110h300" LINE "B142" "T3" GROUP "T3_110h300" LINE "B183" "T3" GROUP "T3_110h300" LINE "B184" "T3" GROUP "T3_110h300" LINE "B150" "T3" GROUP "T3_110h300" LINE "B186" "T3" GROUP "T3_110h300" LINE "B187" "T3" GROUP "T3_110h300" LINE "B188" "T3" $ POINT ASSIGNS POINTASSIGN "15" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "14" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "5" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "11" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "8" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "17" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "19" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "6" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "13" "BASE" RESTRAINT "UX UY UZ RX RY RZ" POINTASSIGN "9" "BASE" RESTRAINT "UX UY UZ RX RY RZ" $ LINE ASSIGNS LINEASSIGN "B133" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B134" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B135" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B136" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B137" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B138" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B139" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B141" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B142" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B143" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B144" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B145" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B146" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B147" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B148" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B149" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B150" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B151" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "L152" "T1" SECTION "NONE" MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B153" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B155" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B156" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B157" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B158" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B159" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B161" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B162" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B146" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B145" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B144" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B142" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B143" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B147" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B148" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B149" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B150" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B151" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B154" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B155" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B157" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B158" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B160" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B178" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B179" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B180" "T2" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B181" "T3" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B142" "T3" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B183" "T3" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B184" "T3" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B150" "T3" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B186" "T3" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B187" "T3" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B188" "T3" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B140" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B154" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B160" "T1" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B189" "T3" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B178" "T3" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "B179" "T3" SECTION "D22x45" CARDINALPT 8 MAXSTASPC 0.5 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C51" "T1" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C52" "T1" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C53" "T1" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C54" "T1" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C55" "T1" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C56" "T1" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C57" "T1" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C58" "T1" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C59" "T1" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C60" "T1" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C61" "T2" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C62" "T2" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C63" "T2" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C64" "T2" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C65" "T2" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C66" "T2" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C67" "T2" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C68" "T2" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C69" "T2" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C70" "T2" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C71" "T3" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C72" "T3" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C73" "T3" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" LINEASSIGN "C74" "T3" SECTION "C30x22" MINNUMSTA 3 AUTOMESH "YES" MESHATINTERSECTIONS "YES" $ AREA ASSIGNS AREAASSIGN "F1" "T1" SECTION "BANCONGS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F2" "T1" SECTION "BANCONGS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F3" "T1" SECTION "PHONGNGUS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F4" "T1" SECTION "PHONGNGUS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F5" "T1" SECTION "PHONGNGUS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F6" "T1" SECTION "PHONGNGUS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F7" "T1" SECTION "WCS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F8" "T1" SECTION "WCS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F9" "T1" SECTION "PHONGNGUS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F10" "T1" SECTION "HANHLANGS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F11" "T1" SECTION "CAUTHANGS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F12" "T2" SECTION "PHONGTHOS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F13" "T2" SECTION "CAUTHANGS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F14" "T2" SECTION "PHOIS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F15" "T2" SECTION "PHOIS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F16" "T2" SECTION "PHOIS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F17" "T2" SECTION "PHOIS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F18" "T2" SECTION "HANHLANGS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F19" "T3" SECTION "MAIBANGS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F20" "T3" SECTION "MAIBANGS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F21" "T3" SECTION "MAIBANGS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" AREAASSIGN "F22" "T3" SECTION "MAIBANGS12" OBJMESHTYPE "AUTOMESH" MESHAT "BEAMS" MESHAT "WALLS" MESHAT "GRIDS" MAXMESHSIZE 1 CARDINALPOINT "MIDDLE" TRANSFORMSTIFFNESSFOROFFSETS "No" $ LOAD PATTERNS LOADPATTERN "SW" TYPE "Dead" SELFWEIGHT 1.1 LOADPATTERN "TTS" TYPE "Super Dead" SELFWEIGHT 0 LOADPATTERN "TTG" TYPE "Super Dead" SELFWEIGHT 0 LOADPATTERN "HT" TYPE "Live" SELFWEIGHT 0 LOADPATTERN "GTX" TYPE "Wind" SELFWEIGHT 0 LOADPATTERN "GDX" TYPE "Wind" SELFWEIGHT 0 $ POINT OBJECT LOADS $ FRAME OBJECT LOADS LINELOAD "B133" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 8.208 LINELOAD "B134" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 6.5664 LINELOAD "B135" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 8.208 LINELOAD "B136" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 11.53224 LINELOAD "B137" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 11.53224 LINELOAD "B138" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 14.4153 LINELOAD "B139" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 8.208 LINELOAD "B141" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 8.208 LINELOAD "B142" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 14.4153 LINELOAD "B143" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 14.4153 LINELOAD "B144" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 14.4153 LINELOAD "B145" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 14.4153 LINELOAD "B146" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 14.4153 LINELOAD "B147" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 8.208 LINELOAD "B148" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 14.4153 LINELOAD "B149" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 11.53224 LINELOAD "B150" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 11.53224 LINELOAD "B151" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 11.53224 LINELOAD "L152" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 0.86 LINELOAD "B153" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 6.5664 LINELOAD "B155" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 6.5664 LINELOAD "B156" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 6.5664 LINELOAD "B157" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 8.208 LINELOAD "B158" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 0.72 LINELOAD "B159" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 11.53224 LINELOAD "B161" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 0.58 LINELOAD "B146" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 10.12 LINELOAD "B145" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 10.12 LINELOAD "B144" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 10.12 LINELOAD "B142" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 14.42 LINELOAD "B143" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 2.07 LINELOAD "B147" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 2.07 LINELOAD "B148" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 2.07 LINELOAD "B149" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 2.07 LINELOAD "B150" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 11.53 LINELOAD "B151" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 2.07 LINELOAD "B155" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 6.5664 LINELOAD "B157" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 2.07 LINELOAD "B158" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 2.07 LINELOAD "B178" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 11.53 LINELOAD "B179" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 11.53 LINELOAD "B180" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 2.07 LINELOAD "B181" "T3" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 0.86 LINELOAD "B142" "T3" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 0.86 LINELOAD "B183" "T3" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 0.86 LINELOAD "B184" "T3" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 0.86 LINELOAD "B150" "T3" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 0.86 LINELOAD "B186" "T3" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 0.86 LINELOAD "B187" "T3" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 0.86 LINELOAD "B188" "T3" TYPE "UNIFF" DIR "GRAV" LC "TTG" FVAL 0.86 $ SHELL OBJECT LOADS AREALOAD "F1" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.56 AREALOAD "F1" "T1" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 2.4 AREALOAD "F2" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.56 AREALOAD "F2" "T1" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 2.4 AREALOAD "F3" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.54 AREALOAD "F3" "T1" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 1.95 AREALOAD "F4" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.54 AREALOAD "F4" "T1" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 1.95 AREALOAD "F5" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.54 AREALOAD "F5" "T1" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 1.95 AREALOAD "F6" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.54 AREALOAD "F6" "T1" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 1.95 AREALOAD "F7" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.56 AREALOAD "F7" "T1" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 1.95 AREALOAD "F8" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.56 AREALOAD "F8" "T1" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 1.95 AREALOAD "F9" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.54 AREALOAD "F9" "T1" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 1.95 AREALOAD "F10" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.54 AREALOAD "F10" "T1" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 3.6 AREALOAD "F11" "T1" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 3.58 AREALOAD "F11" "T1" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 3.6 AREALOAD "F12" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.54 AREALOAD "F12" "T2" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 1.95 AREALOAD "F13" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 3.58 AREALOAD "F13" "T2" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 3.6 AREALOAD "F14" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.56 AREALOAD "F14" "T2" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 2.4 AREALOAD "F15" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.56 AREALOAD "F15" "T2" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 2.4 AREALOAD "F16" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.56 AREALOAD "F16" "T2" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 2.4 AREALOAD "F17" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.56 AREALOAD "F17" "T2" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 2.4 AREALOAD "F18" "T2" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.54 AREALOAD "F18" "T2" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 3.6 AREALOAD "F19" "T3" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.56 AREALOAD "F19" "T3" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 0.98 AREALOAD "F20" "T3" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.56 AREALOAD "F20" "T3" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 0.98 AREALOAD "F21" "T3" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.56 AREALOAD "F21" "T3" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 0.98 AREALOAD "F22" "T3" TYPE "UNIFF" DIR "GRAV" LC "TTS" FVAL 1.56 AREALOAD "F22" "T3" TYPE "UNIFF" DIR "GRAV" LC "HT" FVAL 0.98 $ ANALYSIS OPTIONS ACTIVEDOF "UX UY UZ RX RY RZ" MODELHINGESINLINKS "No" PDELTA METHOD "NONE" AUTOMESHOPTIONS MESHTYPE "GENERAL" FLOORMESHMAXSIZE 1.25 WALLMESHMAXSIZE 1.25 $ MASS SOURCE MASSSOURCE "MsSrc1" INCLUDEELEMENTS "Yes" INCLUDEADDEDMASS "Yes" INCLUDELOADS "No" INCLUDEMOVE "No" INCLUDELATERALMASS "Yes" INCLUDEVERTICALMASS "No" LUMPATSTORIES "Yes" ISDEFAULT "Yes" $ GENERALIZED DISPLACEMENTS $ LOAD CASES LOADCASE "Modal" TYPE "Modal - Eigen" INITCOND "PRESET" LOADCASE "Modal" MAXMODES 12 MINMODES 12 EIGENSHIFTFREQ 0 EIGENCUTOFF 0 EIGENTOL 1E-07 LOADCASE "SW" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "SW" LOADPAT "SW" SF 1 LOADCASE "TTS" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "TTS" LOADPAT "TTS" SF 1 LOADCASE "TTG" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "TTG" LOADPAT "TTG" SF 1 LOADCASE "HT" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "HT" LOADPAT "HT" SF 1 LOADCASE "GTX" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "GTX" LOADPAT "GTX" SF 1 LOADCASE "GDX" TYPE "Linear Static" INITCOND "PRESET" LOADCASE "GDX" LOADPAT "GDX" SF 1 $ LOAD COMBINATIONS COMBO "COMB1" TYPE "Linear Add" COMBO "COMB1" LOADCASE "SW" SF 1 COMBO "COMB1" LOADCASE "TTS" SF 1 COMBO "COMB1" LOADCASE "TTG" SF 1 COMBO "COMB1" LOADCASE "HT" SF 1 COMBO "COMB2" TYPE "Linear Add" COMBO "COMB2" LOADCASE "SW" SF 1 COMBO "COMB2" LOADCASE "TTS" SF 1 COMBO "COMB2" LOADCASE "TTG" SF 1 COMBO "COMB2" LOADCASE "GTX" SF 1 COMBO "COMB3" TYPE "Linear Add" COMBO "COMB3" LOADCASE "SW" SF 1 COMBO "COMB3" LOADCASE "TTS" SF 1 COMBO "COMB3" LOADCASE "TTG" SF 1 COMBO "COMB3" LOADCASE "GTX" SF -1 COMBO "COMB4" TYPE "Linear Add" COMBO "COMB4" LOADCASE "SW" SF 1 COMBO "COMB4" LOADCASE "TTS" SF 1 COMBO "COMB4" LOADCASE "TTG" SF 1 COMBO "COMB4" LOADCASE "GDX" SF 1 COMBO "COMB5" TYPE "Linear Add" COMBO "COMB5" LOADCASE "SW" SF 1 COMBO "COMB5" LOADCASE "TTS" SF 1 COMBO "COMB5" LOADCASE "TTG" SF 1 COMBO "COMB5" LOADCASE "GDX" SF -1 COMBO "COMB6" TYPE "Linear Add" COMBO "COMB6" LOADCASE "SW" SF 1 COMBO "COMB6" LOADCASE "TTS" SF 1 COMBO "COMB6" LOADCASE "TTG" SF 1 COMBO "COMB6" LOADCASE "HT" SF 0.9 COMBO "COMB6" LOADCASE "GTX" SF 0.9 COMBO "COMB7" TYPE "Linear Add" COMBO "COMB7" LOADCASE "SW" SF 1 COMBO "COMB7" LOADCASE "TTS" SF 1 COMBO "COMB7" LOADCASE "TTG" SF 1 COMBO "COMB7" LOADCASE "HT" SF 0.9 COMBO "COMB7" LOADCASE "GTX" SF -0.9 COMBO "COMB8" TYPE "Linear Add" COMBO "COMB8" LOADCASE "SW" SF 1 COMBO "COMB8" LOADCASE "TTS" SF 1 COMBO "COMB8" LOADCASE "TTG" SF 1 COMBO "COMB8" LOADCASE "HT" SF 0.9 COMBO "COMB8" LOADCASE "GDX" SF 0.9 COMBO "COMB9" TYPE "Linear Add" COMBO "COMB9" LOADCASE "SW" SF 1 COMBO "COMB9" LOADCASE "TTS" SF 1 COMBO "COMB9" LOADCASE "TTG" SF 1 COMBO "COMB9" LOADCASE "HT" SF 0.9 COMBO "COMB9" LOADCASE "GDX" SF -0.9 $ STEEL DESIGN PREFERENCES STEELPREFERENCE CODE "AISC 360-16" THDESIGN "EVERYSTEP-ALL" FRAMETYPE "SMF" STEELPREFERENCE SDC "D" IMPORTANCEFACTOR 1 SYSTEMRHO 1 SYSTEMSDS 0 STEELPREFERENCE SYSTEMR 8 OMEGA0 3 SYSTEMCD 5.5 STEELPREFERENCE PROVISION "LRFD" ANALYSISMETHOD "DIRECT ANALYSIS" SECONDORDERMETHOD "GENERAL 2ND ORDER" STIFFNESSREDUCTIONMETHOD "TAU-B FIXED" AANOTIONALTOLATERALCOMBOS "NO" BETA 1.3 BETAOMEGA 1.6 STEELPREFERENCE PHIBAISC05 0.9 PHICAISC05 0.9 PHITYAISC05 0.9 PHITFAISC05 0.75 STEELPREFERENCE PHIVAISC05 0.9 PHIVROLLEDIAISC05 1 PHITORSIONAISC05 0.9 STEELPREFERENCE IGNORESEISMICCODE "NO" IGNORESPECIALSEISMICLOAD "YES" ISDOUBLERPLATEPLUGWELDED "YES" STEELPREFERENCE HSSWELDINGTYPE "ERW" REDUCEHSSTHICKNESS "NO" STEELPREFERENCE CONSIDERDEFLECTION "YES" STEELPREFERENCE DLDEFLECTIONLIMIT 120 SLDEFLECTIONLIMIT 120 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 240 STEELPREFERENCE PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 0.95 $ CONCRETE DESIGN PREFERENCES CONCRETEPREFERENCE CODE "ACI 318-19" THDESIGN "EVERYSTEP-ALL" CONSIDERMINECCENTRICITY "YES" DESIGNFORBCCR "YES" CONCRETEPREFERENCE IGNOREBENEFICIALPUINBEAMDESIGN "YES" CONCRETEPREFERENCE NUMINTERCURVES 24 NUMINTERPOINTS 11 PATTERNLLF 0.75 UFLIMIT 1 CONCRETEPREFERENCE SDC "D" OMEGA0 2 RHO 1 SDS 0 CONCRETEPREFERENCE PHITENSIONCTRL 0.9 PHICOMPRESSIONCTRLTIED 0.65 PHICOMPRESSIONCTRLSPIRAL 0.75 CONCRETEPREFERENCE PHISHEARTORSION 0.75 PHISHEARSEISMIC 0.6 PHISHEARJOINT 0.85 CONCRETEPREFERENCE USERSTRESS "NO" INITCONCRAT 0.8 LLFRACTION 0.5 $ COMPOSITE DESIGN PREFERENCES COMPOSITEPREFERENCE CODE "AISC 360-16" COMPOSITEPREFERENCE PHI-B 0.9 PHI-BCNE 0.9 PHI-BCNP 0.9 PHI-BCPP 0.9 PHI-V 0.9 PHI-C 0.9 PHI-T 0.9 COMPOSITEPREFERENCE SHORED "NO" WITHAXIALFORCE "NO" %MIDDLERANGE 70 PATTERNLLF 0.75 SRLIMIT 1 COMPOSITEPREFERENCE MIN%COMPOSITE 25 MAX%COMPOSITE 100 SINGLESEGMENT "NO" COMPOSITEPREFERENCE MINLONGSPACING 0.1143 MAXLONGSPACING 0.9144 MINTRANSSPACING 0.0762 MAXSTUDSPERROW 3 COMPOSITEPREFERENCE DLLIMIT 0 SLLIMIT 240 LLLIMIT 360 TLLIMIT 240 CREEPFACTOR 1 COMPOSITEPREFERENCE CALCULATECAMBER "YES" %DLCAMBER 80 MINDEPTHFORCAMBER 0.3429 MINWEBTHICKFORCAMBER 0.00635 MINSPANFORCAMBER 7.3152 COMPOSITEPREFERENCE CAMBERIGNORE 0.01905 CAMBERELMIN 900 CAMBERABSMAX 0.1524 CAMBERRELMAX 180 CAMBERINTERVAL 0.00635 CAMBERROUNDDOWN "YES" COMPOSITEPREFERENCE %VIBLL 25 CONSIDERFREQ "NO" MINFREQ 8 CONSIDERDAMP "NO" %INHERENTDAMP 4 COMPOSITEPREFERENCE VIBRATIONCRITERION "WALKING" OCCUPANCYCATEGORY "PAPEROFFICE" DAMPINGRATIO 0.025 WALKINGACCELERATIONLIMIT 0.005 COMPOSITEPREFERENCE RHYTHMICACTIVITY "AEROBICS" AFFECTEDOCCUPANCYCATEGORY "PAPEROFFICE" COMPOSITEPREFERENCE RHYTHMICACCELERATIONLIMIT 0.005 UPPERSTEPFREQUENCY 2.75 LOWERSTEPFREQUENCY 2 NUMBERFREQUENCIES 16 COMPOSITEPREFERENCE EQUIPMENTORUSECATEGORY "COMPUTERSYSTEM" VIBVELOCITYLIMIT 8000 WALKINGSPEED "VERYSLOW" COMPOSITEPREFERENCE SENSITIVIBFSTEP 1.25 SENSVIBFL 6 SENSVIBFU 8 SENSVIBGAMMA 0.1 COMPOSITEPREFERENCE OPTIMIZEPRICE "YES" STEELPRICE 1000 CONNECTORPRICE 2 CAMBERPRICE 100 $ COMPOSITE COLUMN DESIGN PREFERENCES COMPOSITECOLUMNPREFERENCE CODE "AISC 360-16" THDESIGN "EVERYSTEP-ALL" COMPOSITECOLUMNPREFERENCE PROVISION "LRFD" ANALYSISMETHOD "DIRECT ANALYSIS" SECONDORDERMETHOD "GENERAL 2ND ORDER" STIFFNESSREDUCTIONMETHOD "TAU-B FIXED" COMPOSITECOLUMNPREFERENCE PHIBAISC05 0.9 PHICAISC05 0.75 PHITYAISC05 0.9 PHITFAISC05 0.75 COMPOSITECOLUMNPREFERENCE PHIVAISC05 0.9 PHIVROLLEDIAISC05 1 PHITORSIONAISC05 0.9 COMPOSITECOLUMNPREFERENCE IGNORESEISMICCODE "NO" IGNORESPECIALSEISMICLOAD "YES" ISDOUBLERPLATEPLUGWELDED "YES" COMPOSITECOLUMNPREFERENCE HSSWELDINGTYPE "ERW" REDUCEHSSTHICKNESS "NO" COMPOSITECOLUMNPREFERENCE PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 0.95 $ WALL DESIGN PREFERENCES WALLPREFERENCE CODE "ACI 318-19" THDESIGN "EVERYSTEP-ALL" WALLPREFERENCE REBARMATERIAL "A615Gr60" REBARSHEARMATERIAL "A615Gr60" WALLPREFERENCE RHO 1 SDS 0 I 1 CD 5.5 PHI-TCTRL 0.9 PHI-CCTRL 0.65 PHI-SHEAR 0.75 PHI-SHEARSEIS 0.6 PMAXFACTOR 0.8 WALLPREFERENCE NUMCURVES 24 NUMPOINTS 11 WALLPREFERENCE PTMAX 0.06 PCMAX 0.04 IPMAX 0.04 IPMIN 0.0025 WALLPREFERENCE UFLIMIT 0.95 $ CONCRETE SLAB DESIGN PREFERENCES CONCRETESLABPREFERENCE CODE "ACI 318-19" PHITENACI 0.9 PHICOMPACI 0.65 PHISHEARACI 0.75 CONCRETESLABPREFERENCE IGNOREBENEFICIALPUINSLABDESIGN "NO" CONCRETESLABPREFERENCE COVERTOP 0.015 COVERBOT 0.015 BARSIZE "#8" INNERLAYER "B" PTCGSTOP 0.025 PTCGSBOTEXT 0.04 PTCGSBOTINT 0.025 SLABTYPE "Two Way" CONCRETESLABPREFERENCE USERSTRESS "No" INITCONCRAT 0.8 LLFRACTION 0.5 $ TABLE SETS $ PROJECT INFORMATION PROJECTINFO COMPANYNAME "KCS" MODELNAME "NHA TUNG BACH" $ LOG STARTCOMMENTS ETABS Ultimate 19.1.0 File imported from (Untitled) at 1/30/2024 8:27:20 PM ETABS Ultimate 19.1.0 File saved as D:\KIEN - PC\Google Drive Streaming\My Drive\My Drive\CTV\TŮNG BÁCH\TINH TOAN\ETABS\NHA TUNG BACH.EDB at 1/30/2024 8:39:35 PM ENDCOMMENTS END $ END OF MODEL FILE